Darcy-Weisbach Equation:
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Frictional head loss is the pressure loss due to friction as fluid flows through a pipe or conduit. It's an important factor in hydraulic system design and analysis, affecting pump selection and system efficiency.
The calculator uses the Darcy-Weisbach equation:
Where:
Explanation: The equation relates head loss to pipe characteristics and flow conditions, with the friction factor depending on the flow regime (laminar or turbulent) and pipe roughness.
Details: Accurate head loss calculation is crucial for designing efficient piping systems, selecting appropriate pumps, and ensuring proper system operation.
Tips: Enter all values in SI units. The friction factor can be obtained from Moody charts or calculated using the Colebrook-White equation for turbulent flow.
Q1: How do I determine the friction factor?
A: For laminar flow (Re < 2000), f = 64/Re. For turbulent flow, use Moody charts or Colebrook-White equation.
Q2: What are typical head loss values?
A: Acceptable head loss depends on application, but typically 1-5 m per 100 m of pipe is common for water systems.
Q3: Does pipe material affect head loss?
A: Yes, through the relative roughness which influences the friction factor in turbulent flow.
Q4: How does velocity affect head loss?
A: Head loss increases with the square of velocity, making it the most significant factor.
Q5: Can this be used for non-circular pipes?
A: Yes, but use the hydraulic diameter (4 × area/perimeter) instead of D.